Example 4.2 A 45° reducing pipe-bend (in a horizontal plane) tapers from 600 mm đĩameter at inlet to 300 mm diameter at outlet (see Fig. 4.5). The gauge pressure at inlet is 140 kPa and the rate of flow of water through the bend is 0.425 m³ · s¬1. Neglecting friction, calculate the net resultant horizontal force exerted by the water on the bend. Solution

Example 4.2 A 45° reducing pipe-bend (in a horizontal plane) tapers from 600 mm đĩameter at inlet to 300 mm diameter at outlet (see Fig. 4.5). The gauge pressure at inlet is 140 kPa and the rate of flow of water through the bend is 0.425 m³ · s¬1. Neglecting friction, calculate the net resultant horizontal force exerted by the water on the bend. Solution

Name: Example 4.2 A 45° reducing pipe-bend (in a horizontal plane) tapersfr
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Description: Example 4.2 A 45° reducing pipe-bend (in a horizontal plane) tapersfrom 600 mm điameter at inlet to 300 mm diameter at outlet (seeFig. 4.5). The gauge pressure at inlet is 140 kPa and the rate of flow ofwater through the bend is 0.425 m³ · s¬1. Negl

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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